Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 24, 2019, 08:57 AM

  • Section#1_C 0382_C 0381__1242019__I0101.mp4

Date
01/24/2019
W/O
0751752
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00142
PipeID
P09846
Time
12:57 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0101
Sewer Name
C JOINT OUTFALL C - UNIT 8D
City
HAWAIIAN GARDENS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
04
Purpose
Maintenance Related
Project
20190124MDM_JOINT_OUTFALL_C_UNIT_8D
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
C 0382
Downstream MH
C 0381
Dir. of Survey
Downstream
Length Surveyed
653.1 ft.
Total Length
653.1 ft.
Structural Index
5
Structural Quick
5\4Y
Structural Rating
1245
O&M Index
5
O&M Quick
5621
O&M Rating
32
Overall Index
5
Overall Quick
—
Overall Rating
1277
Pipe schematic from manhole C 0382 to C 0381
MH: C 0382MH: C 0381downstream0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 1:55AM0 ft. MWM - Water Mark, 30 %of cross sectional area2 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG52.3 ft. IG - Infiltration Gusher, from 08 to 09 o'clock, within 8 inches of joint: YES59.8 ft. IG - Infiltration Gusher, from 02 to 04 o'clock, within 8 inches of joint: YES117.9 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR261.5 ft. IG - Infiltration Gusher, at 09 o'clock, within 8 inches of joint: YES304.5 ft. IG - Infiltration Gusher, at 09 o'clock, within 8 inches of joint: YES381.2 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR562.9 ft. IG - Infiltration Gusher, from 12 to 03 o'clock, within 8 inches of joint: YES580.5 ft. IG - Infiltration Gusher, from 12 to 02 o'clock, within 8 inches of joint: YES601.3 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR610.4 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 8" - ACTIVE628.2 ft. HVV - Hole Void Visible, at 03 o'clock, within 8 inches of joint: YES - 4" X3"628.3 ft. HVV - Hole Void Visible, at 03 o'clock, within 8 inches of joint: YES - 4" X3"628.3 ft. HVV - Hole Void Visible, at 03 o'clock, within 8 inches of joint: YES - 4" X3"652.2 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR652.2 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR BROKEN MISSING652.2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG652.2 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES - MINERAL DEPOSITES AT JOINTS THROUGHOUT REACH653.1 ft. AMH - Downstream Manhole, Survey Ends - 3:30AM

Observation photos (9)

  • Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR

    2 ft. - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Infiltration Gusher, from 08 to 09 o'clock, within 8 inches of joint: YES

    52.3 ft. - Infiltration Gusher, from 08 to 09 o'clock, within 8 inches of joint: YES

  • Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

    381.2 ft. - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

  • Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

    601.3 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

  • Hole Void Visible, at 03 o'clock, within 8 inches of joint: YES - 4" X3"

    628.2 ft. - Hole Void Visible, at 03 o'clock, within 8 inches of joint: YES - 4" X3"

  • Hole Void Visible, at 03 o'clock, within 8 inches of joint: YES - 4" X3"

    628.3 ft. - Hole Void Visible, at 03 o'clock, within 8 inches of joint: YES - 4" X3"

  • Hole Void Visible, at 03 o'clock, within 8 inches of joint: YES - 4" X3"

    628.3 ft. - Hole Void Visible, at 03 o'clock, within 8 inches of joint: YES - 4" X3"

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES - MINERAL DEPOSITES AT JOINTS THROUGHOUT REACH

    652.2 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES - MINERAL DEPOSITES AT JOINTS THROUGHOUT REACH

All inspections of P09846Work order 0751752

Observations (23)

DistanceCodeObservation
304.5IG—
580.5IG—
117.9SRVLONG CIRCUM REBAR
562.9IG—
610.4TFACTIVE
0MWL—
2SRVLONG & CIRCUM REBAR
2SAMSEVERE AGG
652.2SRVLONG & CIRCUM REBAR
381.2SRVLONG CIRCUM REBAR
653.1AMH3:30AM
0AMH1:55AM
652.2SRCLONG CIRCUM REBAR BROKEN MISSING
0MWM—
52.3IG—
652.2SAMSEVERE AGG
628.2HVV4" X3"
652.2DAEMINERAL DEPOSITES AT JOINTS THROUGHOUT REACH
628.3HVV4" X3"
628.3HVV4" X3"
261.5IG—
59.8IG—
601.3SRCLONG CIRCUM REBAR

Properties (5)

custom_field_three
HOLE VOID VISIBLE (4" X3" AT 03 O'CLOCK)
custom_field_two
1
customer
LACSD
datetime
2019-01-24T00:57:43-08:00
year_laid
19721210